ANSI A14.3-2008

- &..a;.• • • .. ANSI·ASC® A 14.3-2008 Revision of ANSI A 14.3 2002 American National Standard for Ladders - Fixed - Safety Requirements Secretariat American Ladder Institute Approved October 31, 2008 American National Standards Institute, Inc. For information on possible errata sheets and other ANSI -ASC A 14 Standards please refer to the All website located at: www.americanladderinstitute.org American National Standard An American National Standard implies a consensus of those substantially concerned with its scope and provisions. An American National Standard is intended as a guide to aid the manufacturer, the consumer, and the general public. The existence of an American National Standard does not in any respect preclude anyone, whether they have approved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standard. American National Standards are subject to periodic review and users are cautioned to obtain the latest editions and errata sheets. The American National Standards Institute does not develop standards and wiU in no circumstances give an interpretation of any American National Standard. Moreover, no persons shall have the right or authority to issue an interpretation of an American National Standard in the name of the American National Standards Institute. CAUTION NOTICE: This American National Standard may be revised or withdrawn at anytime. The procedures of the American National Standards Institute require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of publication. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards I nstitute. i i Published by American Ladder Institute 401 N. Michigan Avenue, Chicago, IL 60611 Copyright by ANSI Accredited Standards Committee (ASC) A14 All rights reserved. No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written pennission of the publisher. Printed in the United States of America ( : - Foreword (This Foreword is not a part of the American National Standard Al4.3 - 2008.) This standard is a revision of American National Safety Standard for Fixed Ladders, ANSl A14.3-2002. It is one of a series of seven standards prepared under the supervision of American National Standards Committee ASC A 14. All seven standards have been developed by subcommittees reporting to American National Standards Committee ASC A14. The subcommittees are: Al4.1, Portable Wood Ladders; A14.2, Metal Ladders; AJ4.3, Fixed Ladders; A14.4, Job-Made Ladders, A 14.5, Portable Reinforced Plastic Ladders, Al4.7, Mobile Ladder Stands and Mobile Ladder Stand Platforms, and A14.9, Ceiling Mounted Disappearing and Climbing Systems. All seven standards derive from the original American National Standard Safety Code for Construction, Care and Use of Ladders, AI4, which was first approved in 1923. Revisions were approved in 1935, 1948, 1952, 1984, 1992, and 2002. Prior to the 1948 revision, the Code contained some treatment of metal and fixed ladders. Requirements for these types of ladders were removed from the 1948 revision, which then became the American National Standard for Wood Ladders, ANSI A 14.1 - 1948, because, in the opinion of the committee, the rapid development in the metal ladder field wan·anted special consideration and treatment of metal ladders and fixed ladders (usually metal) in separate standards. Subcommittee A14.3 was created for the purpose of reviewing the data on fixed ladders originally contained in the Code prior to the 1948 revision, and making any changes or additions necessary to conform to the requirement of interested groups. The A 14.3 standard was submitted to the ASC Al4 Committee for letter ballot in December of 1955 and approved in 1956. A revision was published in 1974, 1984, 1992, and 2002. This revision addresses a new section on ladder security systems, and changes to graspability in roof hatches, modifications of ladder safety systems, maintenance, use and additional figures to assist document users. Suggestions for improvement of this standard will be welcome. They should be sent to the ASC A14 Committee c/o the American Ladder Institute at 401 N. Michigan Avenue, Chicago, IL 60611. All comments must be sent on the Official Conunent Foun that can be:: found 011 the last page of this document. Each comment must include a rationale. ii i This standard was processed and approved for submittal to ANSI by American National Standards Committee on the safety requirements for fixed ladders, ASC Al4. Committee approval of the standard does not necessari ly imply that all the committee members voted for its approval. At the time it approved this standard, the Al4 Committee had the following members: Erick Knox, Chairman Don Gibson, Vice Chair Ron Pietrzak, Secretariat Organization Represented Name of Representative American Insurance Association . ........ . . ...... . . . . . . .. . . . .... . . .............. .... . .. . . George Earhart American Ladder Institute . . . . ................ .... ... . ............. ........ ............ Marc McConnell American Society of Safety Engineers .............................. . . ... .. .. ..... ......... Earnest Harper Michael Lorenzo (Alt) Associated General Contractors of America ................ ... ............... . .... ... ...... .. Charles Bird Michele Myers (Ait) Canadian Standards Association ... .... ...... ... . . . .... .............. ..... .... ... ........... Walter Dick Cosco Home and Office Products ..... .... ....................... . . . . . ........... ......... ... Eric Kruse Terry Emerson (Alt) Disappearing Attic Stairway Association . .... . .... . . . ... . . .... .. . ....... .. .. . ..... . . . .... Dennis Williams Brad Hudspeth (Ait) Illinois Association of Building Maintenance Contractors .. ..... ...... . . .. . .. .................. Carl Pedersen James Weil (Alt) International Brotherhood of Electrical Workers ...................................... .... . James Tomaseski International Union of Painters and Allied Trades ............ . . ...... ................... ... ..... Dan Penski Mike Metz (All) International Union of Bricklayers & Allied Craftsmen ........ . ........................... Anthony Kassman Metal Ladder Manufacturers Associati on ........ . ....... . .... ... ..... . .... ... ........... . ... Dave Plotner Dale King (Ait) National Fire Protection Association ............. ...... .... . ...... . .... ......... ....... Samuel C. Cramer Ronald Bennett (Alt) National Frame Builders Association .... ........... . ............................. . .......... Stan Virkler Precision Ladders .. ..... . ... ............. .. ..... . .......... . .......................... Don McKinney Steve Richey (Ait) Risk Retention Services ... . ......... ... .... ................. ...... ...................... Paul B. Junius Robert G. Stuligross (All) Scaffold Industry Association ....... . . ..... .. .. . ...... . .............. . ......... . ...... . Alan Kline (Alt) Steel Plate Fabricators Association . . ...... . . . .... . ...... ... . . ......... .. ............ . .... Wallace Melvin Underwriter's Laboratories ..... ....... . .. .. . . . ..... ........... . . . .. . . . . .... . . .... . Edgar Wolff-Klammer U.S. Consumer Product Safety Commission . . ............................................. Thomas Caton* Mark E. Kumagai (Alt)* U.S. Department of Labor OSHA ........................................ .... . . . . ....... Virginia Fitzner* Robert Bell (Alt)* Independent Specialists ................................................. . . . . ......... . Donald Bloswick *non-voting advisory member iv John E. Johnson George H. Kyanka Irving Ojalvo Steven Cramer • • • • • • • • • e • lil ~ ~ ~ (il it 'it ~ ~ ~ • ~ a 14) ~ SuhcommitteeAJ43 on Safety Re".quirements for Fixed Ladders, which developed this standard, had the following members: James D. Smith, Chairman Ronald Bennett J. Nigel Ellis Donald Bloswick Tom Wolner Sharon Morales Thomas Bresnahan v Contents Section Page 1. General. ......... . .. .. .. . . . ..... .. .... . .. . . . ... . ......... ... ...... .. ... . ..... .. ....... . . . . . . l 1.1 Scope ........ . .. . ... . ....................... . ..................................... . ..... I 1.2 Purpose . . ........ . ................ . ........ . ......... . . . ...... . . . ........ . ...... ... ..... I 1.3 Applications . .. . . . .. .... . .. . ....... .... .... . . . ...... .. . ... .... . . ... ....... . . ....... ... .... l 1.4 Pitch .. . . . ...... . . .. . . . . . . .. . .... ... . . ........ . ....... .... ... . .. ... ...... .... ... . .. .. .. . . l 1.5 Exceptions ........ . ................. . .......... . ......................................... I 1.6 Existing Installations .................................... . ...... . . . ......... . ........ . ...... 1 1.7 Interpretation .... . .... . ...... . ........ . .... . ......... . . . ...... . . .. ........ . ........ .. ..... 2 1.8 Mandatory and Advisory Rules ................... . .................. . . . ....... .. ....... . ..... 2 1.9 Equivalent ....... . ....... .. ........ .. ................ .. . . ...... . . . ........... . ........... 2 1.10 Recognized Design Practice . .. . ...... . . . ....... ... ........ . .................. . . . ...... . .. . . 2 2. Related Standards ........... . ........................................... . ........... . .. . ..... 2 2.1 Related American National Standards ...... . ....................... . .................... . ...... 2 2.2 Other Related Standards .... .. . . ... . .. . . . ....... .. ..... .. . .... ..... . . . . . .... . . . . . .... ... .. . . 2 3. Definitions ................... . ........ .. ... . .............. . ........ .. ........ . ......... . ... 2 4. General Design Criteria .......... . .... . .. . ...... . .. .. .... . . .... .... . .. ... ...... . . . ...... .... . . . 3 4.1 Maximum Ladder Lengths and Protection Requirements ................. . .................. . . . ... 3 4.2 Design Loads .... . ....................................... . ........ . .................. . .... 4 4.3 Design Stresses and Fabrication .. . . . . .... . ........ . ....... . . . .... . ........... . ........ . ...... 4 5. Design Details for Fixed Ladders . ............................. . ............. . ..... . ............. 5 5.1 Steps and Rungs . .. . ........................... . .............. . . . ...... . ............. . .... 5 5.2 Side Rails ... . . .. .. ..... . . . ...... . . .. . . ....... .. .... . . .. . . . . .. . . . . . . . .... . .. . . . .... . . . . .. . 6 5.3 Termination at the Top of the Ladder .. . ........... . .......... . ............... . .......... . ..... 7 5.4 Clearances ........................................ . .... . ......... . . . .. . ............ . ..... 7 5.5 Grounding .. . .... .. .................. . ..... . .......... . . . ........ . .... . ... . .............. 8 5.6 Corrosive Resistance . ........ .. ... . . . .. . ........ . ...... . .. . . . .... . . . ...... ... .. . .... ... .... 8 6. Design Details for Cages, Wells and Platforms .............. . .... . ........ . ....... . .......... . ..... 8 6. 1 Cages . . . . . ......... . ...... . ......... . . . ............. . . . ....... . ........ . ........ .. ...... 8 6.2 Wells .. . ...... . .. . ...... . . . ...... . .. . . . ...... . ...... . .. . . . ...... . ...... ... .. . ...... . .... 8 6.3 Platforms ...... . ... . ............. . .... . ......... . ....... . ...... ... ....... . ........ .. ..... 9 vi • • • • • • •• • • .. • ~ - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7 Ladder Safety System .. .......... . .... . ................... . ................. . . ... .. .... ... .. .. 9 7.1 General Design ... .. . . ................ . ... . . ......... .... . . . . .. .. . . ... .. . . . .. .. .. . ... ..... 9 7.2 Safety Factors ............... ... .. .. .... . . ................ . . . . . .. . . .. ........... . . ... . . ... 9 7.3 Ladder Safety Systems Consisting of a Carrier, Safety Sleeve, and Full Body Harness . . . . .... .... ....... 9 7.4 Ladder Safety Systems of Other Designs .. ... . ............. .. . ... .... . .......... ............ . J 0 7.5 Test Methods . ............... . .......................................... . ...... ... ....... 10 8 Protective Finishes . . ................................... . .... .. ................... . . ......... . 11 8.1 Metal Ladders . . ................ ... .................. . .... . .. ... ................. .. .. .... I 1 8.2 Wood Ladders . . ................ . . . ........... . .............................. . ...... ..... 11 8.3 Combined Materials . . ...... . .. .... . ............ .. .... . . . . ... . .. . ..... . .. .. ....... .. ... ... 1 J 9 Maintenance and Use of Ladders ....... . . ....................... . ...... ... ............. . .... . .. 11 9.1 General .... .. .. ... . ...... ........... ... . ............. .. . . ...................... . ....... 11 9.2 Use ................................................................................... 11 9.3 Maintenance ....... .......... ........... . . .... . . ......................................... 12 9.4 Ladder Security Systems ..... . ...... . ..................... . ....................... . ... . .... 12 I 0. Revision of American National Standards Referred to in This Document. ....... . .... . . . .... . . . . . ....... 12 Figures Figure I Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure II Pitch of Fixed Ladders .... .... . . . .... ................................................... 13 Lenglh of Climbing 24 ft. or Less ......................................................... J 3 Lenglh of Climbing 24ft. or Less With Elevated Access ......... . . ...................... .... .. 14 Single Length of Climb Greater Than 24 ft. ....................................... ... ....... 14 Total Lengths of Climb Greater Than 50 ft. .. .... . ...... . .. ... ....... ........... ....... . .... 15 Support and Ladder Dimension and Side Clearances . . .... . .. . . . ....... ...... . .... ...... . . . . .. 16 Rung Ends ..... . ........ ........... . ...... . .... . . . .... . .... . . . ...... ... .. . . .. . . ... . .. 17 Individual Rung Ladders .... . ... .. .... . ................ ..... ............................ 18 Termination at Floor or Platform ...................... . .... ... .......... . ....... .. .. .. .... 18 Terminations at Roof ............. 0 ••••••••••••••••••••••••••••••••••••••••••••••••••••• 19 Grab Bars. . . . . . . . . . . . . . ........... 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 Figure 12 General Arrangements for Ladders in Wells .............. ..... .. ........ .. 0 •••••••• • 0 ••••••• 20 Figure 13 Deflector Plate for Hatch Opening with Reduced Clearance .. . ..... . .................. . . . ...... 21 Figure 14 Counterbalanced Hatch Cover at Roof . ........... . ...... . ... . ........... . ..... . ........... 21 Figure 15 Minimum Ladder Clearance ........ . .... . .................................. . . ... . . . ... .. 22 Figure 16 Through Ladder Clearance . . . . .. . . . ... ...................................... . ........... 22 Figure 17 Example of the General Construction of Cages ............ . ......... . ...... ................. 23 Figure 18 Example of a Cage Plan . 0 •••••••••••••••••••• ••• •••• 0 ••••••••••• 0 •••• • ••••••• • •• • •••••• 24 Figure 19 Display of Power Grip ........... 0 • 0 0 ••••• •••• 0 •••••• 0 ••• • ••••••••••••••••••••• 0 ••••••• • 25 Figure 20 Connection Length Between Carrier and Safety Sleeve .. ... .. . . . ............ 0 ••••• • •••• 0 •••••• 25 Figure 21 Dynamic Strength Test, Ladder Safety System, Shown Prior to Release of the Test Weight .... . ...... 26 Figure 22 Ladder Guard ... ...... . . . .... . .................. . .... . . . 0 • ••••••••••••••• 0 ••• • • • • • •••• 27 Comment Form . ... . . . . ..... ...... .... . . . . .......... ........... . ... .. .... . ........ . . . ... . . ...... 28 vii viii - : : = = = = = = = = - - - - - - - - - - ~ = = ~ ~ ~ - • 4 ~ 4 • ,. 41 • 41 • 4 • • • • • • • - • • - • • - • • • • - • • • • - ~ • -· • • -- • • • '-' American Notional Standard A 14.3·2008 American National Standard for Ladders Fixed - Safety Requirements - 1. General 1.1 Scope This standard minimum requirements for the design, construction, and use of fixed ladders, and sets forth requirements for cages, wells, and ladder safety systems used with fixed ladders, in order to minimi ze personal injuries. All parts and appurtenances necessary for a safe and efficient ladder shall be considered integral parts of the design. 1.2 Purpose. The purpose of this standard is to provide safety for life, limb. and property by establishing mini mum standards for the design and installation of fixed ladders. 1 .3 Application. The methods employed to ensure compliance with this standards shall be determined by the proper regulatory or administrative authority. 1.4 Pitch. This standard covers fixed ladders within the pitch range of 60 to 90 degrees from the horizontal. 1.4.1 Preferred Pitch. The preferred pitch of fixed ladders shall be considered to be within the range of 75 to 90 degrees from the horizontal (See Fig. 1 ). 1.4.2 Substandard Pitch. Fixed ladders shall be considered substandard if they are installed within the substandard pitch range of 60 to 75 degrees from the hori zontal. 1.4.3 Pitch Greater Than 90 Degrees. Ladders having a pitch in excess of 90 degrees from the horizontal shall not be permitted. 1 .5 Exceptions 1.5.1 This standard is intended for application to the types of fixed structures depicted and described in the standard (i.e., buildings, wells, and shafts). It sets forth the criteria (what is needed) necessary to build a fi xed ladder in a certain way and manner (how to build). The standard does not. contemplate spt:<.:ial ur uni4ue (as to where and when) applications of the requirements, although individual requirements, or a combination of requirements, may apply universally. 1.5.2 This standard establishes requirements for fixed ladders in order to promote a greater degree of standard- ization. In cases where difficulty is encountered in complying with the standard, or where there are special service conditions, it is expected that the administrative authority will grant exceptions from the literal requirements of the standards, or will permit the use of alternative designs or features, if equivalent safety is thereby secured (see 1.9). 1.6 Existing Installation 1.6.1 The requirements of this standard shall not apply to existing install ations, provided they meet one of the following conditions: (1) The installati on was made in compliance with a state, federal, or consensus standard that was in existence and applicable at the time of installation, and documentation is avai lable to substantiate this. (2) The installation differs from the design measurements of this standard by a degree, determined by an individual competent in structural design, such that its performance will not substanti all y deviate from the requirements of this standard. 1.6.2 If the existing installation is subsequently modified or replaced, or if repairs on more than 25 percent of the total unit are required, the installation shall be made to conform to the requirements of this standard. American National Standard A 14.3-2008 1.7 Interpretation 1. 7.1 This standard is designed to serve as a guide for regulatory bodies or administrative agencies in the formulation of laws and regulations. It is also intended for voluntary use by establishments that use or design fixed ladders, or manufacture them for installation. 1.7.2 To secure uniform application of this standard, it is recommended that suggestions involving changes in the-requirements or disputes over their interpretation be referred to the organization holding the secretariat of this standard: The American Ladder Institute, 401 N. Michigan Ave., Chicago Illinois, 600 II. 1 .8 Mandatory and Advisory Rules. Mandatory requirements of this standard arc indicated by the word "shall." If a requirement is of an advisory nature, it is indicated by the word "should" or is stated as a recommendation. 1.9 Equivalent. The word "equivalent" in this standard shall be interpreted to mean an alternative design, feature, construction, . connection, or material providing equal performance. 1 . 1 0 Recognized Design Practice. The term "recognized design practice" in this standard shall be interpreted to mean the use and application of those specifications contained in the standards cited in Section 2 and 4.3. 2. Related Standards 2. 1 Related American National Standards. This standard is intended for use with the following American National Standards (see Section I 0). American National Standard Safety Requirements for Workplace Floor and Wall Openings, Stairs, and Railing Systems, ANSI Al264.1 - 2007. American National Standard Safety Requirements for Portable Wood Ladders, ANSI Al4.1 - 2007. American National Standard Safety Code for Elevators and Escalators, ANSI/ ASME A 17.1 - 2004. American National Standard Lightning Protection Code, ANSIINFPA 780 - 2008. American National Standard Z359.1 - 2007, Fall Protection Code. 2 .> ;....- .... --.... ...... - - American National Standard, Z490.1- 2007, Criteria for Accepted Practices in Safety, Health and Environmental Training. 2.2 Other Related Standards. This standard is also intended for use with the following standards: American Welding Society AWS D.l.l, Dl.lM- 2006 Standard Welding Code - Steel. American Welding Society A WSD 1.2, D 1.2M - 2006 Standard Welding Code - Aluminum. Aluminum Design Manual. Specifications for Aluminum Structures, ADM 1-2005' Specification for Structural Steel Buildings, ANSI! AISC360-05-20<)52. Specifications for Structural Steel, ASTM A36/A36M- 20053. National Design Specifications for Wood Construction, 2002• 3. Definitions Active Fall Protection Systems. A means of providing fall protection that requires individuals to wear or use fall protection equipment and which requires fall protection training. Cage. A barrier, which may be referred to as a cage guard or basket guest, that is an enclosure mounted on the side rails of the fixed ladder or fastened to the structure to enclose the climbing space of the ladder in order to safeguard the employee climbing the ladder. Carrier. The track of a ladder safety system consisting of a flexible cable or rigid rail, which is secured to the ladder or structure by mountings. Connector. A component used to connect and disconnect between the harness and the ladder safety sleeve. Examples include snaphooks and carabiners. Fastening. Attaching a ladder to a structure, building or equipment using a positive means such as bolt, weld or other type of fasteners. ' Available from The Aluminum Association, 1525 Wilson Blvd., Suite 600, Arlington, VA, 22209 ' Available from American Institute of Steel Construction, I East Wacker Dr., Chicago, IL 60601 ' Available from ASTM, 100 Barr Harbor Dr., West Conshohocken, PA 19428 • Available from the American Forest and Paper Association, Ill! 19th Street. NW, Suite 800, Washington, DC 20036 Fixed ladder. A fixed ladder is a ladder permanently attached to a structure. Harness, full body. A component with a design of straps which is fastened about the person in a manner so as to contain the tOrso and distribute the fall arrest forces over at least the upper thighs, pelvis, chest and shoulders. Ladder. A device incorporating or employing steps, rungs, or cleats on which a person may step to ascend or descend. Ladder safety system. An assembly of components whose function is to arrest the fall of a user, including the carrier and its associated attachment elements (brackets, fasteners, etc.), safety sleeve, full body harness and connectors, wherein the carrier is permanently attached to the climbing face of the ladder or immediately adjacent to the structure. Landing. Any area such as the ground, roof, or a platform that provides access/egress for a fixed ladder. Length of climb. The total vertical distance a person could climb in traveling between the extreme points of access/egress for a fixed ladder, whether the ladder is of an unbroken length or consists of multiple sections. This total vertical distance is determined by including all spaces between all ladder steps or rungs and all other vertical intervening spaces between the extreme points of access/egress. Mounting. A means for attaching a cage or a ladder safety system to a ladder. Passive Fall Protection. A means of providing fall protection that does not require individuals to wear or use fall protection equipme!lt. Pitch. The included (acute) angle between the horizontal and the ladder, which is measured on the opposite side of the ladder from the climbing side. The pitch is usually expressed as H/L, which is the horizontal distance, H, from the base of the ladder to the supporting surface divided by the working length, L, of the ladder. Platform. A landing surface that is used as a working or standing location. Power grip. The individual's ability to wrap the fingers around an object and oppose the base of the thumb. In this grip, the force exerted by the fingers is approximately equal and opposite to that exerted by the thumb (See Fig. 1 9). Rail. The side members joined at intervals by either rungs or steps. Rail ladder. A fixed ladder consisting of side rails joined at regular intervals by rungs and fastened full length or in sections to a building, structure, or equipment. American National Standard A 14.3-2008 Rungs. Rungs are ladder crosspieces of circular or oval cross section which a person may step in ascending or descending. Safety sleeve. The part of a ladder safety system consisting of the moving component with locking mechanism that travels on the carrier and makes the connection between the carrier and the full body harness. Side-step ladder. A rail ladder that requires a person getting off at the top to step sideways from the ladder in order to reach a landing. Step surfaces. The clear portions of steps or rungs on which a person may step while ascending or descending a ladder. Through ladder. A rail ladder that requires a person getting off at the top to step through the ladder in order to reach a landing. Toeboard. A barrier erected along the exposed edges of a platform or landing surface to prevent falls of materials or tools that would create hazards to persons below. Well (shaft). A walled enclosure around a fiXed ladder that provides the person climbing the ladder with the same protection as a cage. 4. General Design Criteria 4.1 Maximum Ladder Lengths and Protection Requirements 4.1.1 A cage, well, or ladder safety system shaiJ not be required where the length of climb is 24 feet or less above or below ground level, or above or below a floor or roof with access/egress from ground level, floor, or roof (See Fig. 2). 4.1.2 A cage or ladder safety system shall be provided where the length of climb is less that 24 feet but the top of the ladder is at a distance greater than 24 feet above ground level, floor, or roof (See Fig. 3). 4.1.3 A ladder safety system shall be provided where a si ngle length of climb is greater than 24 feet (See Fig. 4). 4.1.4 Multiple sections of ladders having a single length of climb not exceeding 24 feet (See Fig. Sa) shall be provided with a cage, well or ladders safety system and shall meet the requirements of 4.1.4. 1 and 4.1.4.2. 4.1.4.1 Where cages or wells are used on multiple ladder sections: 3 American National Standard A 14.3-2008 a. Each section of ladder shall be horizontally offset from adjacent sections with sufficient clearances. b. A lancting platform shall be provided for safe access/egress with appropriate clearances to protect the user (See Fig. Sa). 4.1.4.2 Ladder safety systems shall be used when the length of climb of a ladder or multiple section ladders exceeds 50 feet in a single length of climb and rest platforms shall be provided at maximum intervals of 150 feet (See Fig. Sb). 4.1.5 All parts and surfaces of fixed ladder installations shall be free of sharp edges, burrs, or other details that may be hazardous to the person using the ladder. 4.1.6 A ladder safety system may be used in combination with a cage. 4.2 Design Loads. All ladders, platforms, appurtenances, and fastenings shall be designed to meet the load requirements described in 4.2.1 through 4.2.3. 4.2.1 Live Loads for Ladders 4.2.1.1 Live Loads Imposed by Persons. Live loads imposed by persons shall be as follows: a. The minimum design live load shall be two loads of 250 pounds each concentrated between any two consecutive attachments. Each step or rung in the ladder shall be designed for a single concentrated live load of 250 pounds minimum. b. The number and position of additional concentrated live load units of 250 pounds each, determined from anticipated usage of the ladder, shall be considered in the design. 4.2.1.2 Other Live Loads. The following live loads shall be considered in the design, where applicable: a. A uniform coating of ice on all parts of the ladder; b. A wind load on all parts of the ladder; c. The weight of rigging attached to the ladder, including the load to be lifted; and d. Anticipated impact loads resulting from the use of ladder safety systems and other live loads. 4.2.1.3 Live Load Concentration. All live loads shall be considered to be concentrated at such a point or points as will cause the maximum stress in the structural member in question. 4.2.2 Live Loads for Platfonns. Ail platforms shall be designed for a uniform minimum live load of 100 pounds per square foot over the entire platform area; for the live loads resulting from ladders secured directly to 4 the platforms; and for other live loads as indicated in 4.2.1.2. 4.2.3 Dead Loads 4.2.3.1 Ladders. The weight of the ladder and attached appurtenances shall be considered simultaneously with the live loads in the design of rails, supports, and fastenings. 4.2.3.2 Platforms. The weight of the platforms and attached appurtenances, inducting the dead load of any portion of the ladder supported by the platform, shall be considered simultaneously with the live loads in the design of platform framing supports and fastenings. 4.3 Design Stresses and Fabrication. 4.3.1 Steel 4.3.1.1 Ladders and Platfonns. Steel ladders and platforms shall be designed and fabricated in accordance with the applicable requirements in ANSI! AISC 360- 05-2005. Portable steel ladders may be adapted for use as fixed ladders provided they meet all the requirements of this standard. 4.3.1.2 Materials. Materials conforming to ASTM A36/A36M-2005 or the equivalent shaH be used. Higher strength steel may be used, subject to the requirements of ANSIIAISC 360-05-2005. 4.3.1.3 Welding. Welding for steel ladders shall conform to all applicable requirements of ANSIIAISC 360-05-2005. 4.3.2 Aluminum 4.3.2.1 Ladders and Platfom!s. Aluminum ladders and platforms shall be designed and fabricated in accordance with the applicable requirements of ADM I - 2005. Portable aluminum ladders may be adapted for use as fixed ladders provided they meet all the requirements of this standard and all live loads. 4.3.2.2 Materials. Alloys 6061 or 6063 of appropriate temper (as defined by ADM 1 - 2005) shall be used. Other aluminum alloys may be used subject to the requirements of ADM 1 - 2005. 4.3.2. 3 Welding. Welding for aluminum ladders shall conform to all applicable requirements of ADM 1-2005. 4.3.3 Wood 4.3.3.1 Wood ladders shall be designed and fabricated in accordance with applicable requirements of ANSI A 14.1-2007, wi th the following additional restrictions: a: Only single ladders as prescribed in ANSI A 14.1- 2007 shall be used as tixed wood ladders. ... ._..... _....... . . b. The design loads shall be as specified in 4.2. c. The minimum clear width between side rails at any point shall not be less that 16 inches, and side rails shall be parallel at all points. d. Fastenings meeting the design load requirements shall be used for the permanent attachment of wood ladders to structures, building, or equipment. 4.3.3.2 Wood platforms shall be designed in accordance with the allowable stresses and fabrication practices of National Design Specifications for Wood Construction. 4.3.4 Other Materials. Materials other than s teel, com- posites (materials that perform as well as, or better than, the specific materials listed), aluminum, and wood may be used provided 6 the design, fabrication, and erection are in accordance with recognized design practice and meet live loads requirements as specified in 4.2. 4.4 Design Supervision. The design of fixed ladder systems shall be under the general s upervision of a qualified registered (licensed) structural or professional engineer or architect. 4.4.1 Markings. All newly installed fixed ladders shall be stamped, marked or welded with the manufacturer name and address, and the date when the fixed ladder was installed on the inside of the bottom of the siderail with a permanent legible marking that will stand up to environmental conditions. 5. Design Details for Fixed Ladders 5. 1 Steps and Rungs 5.1.1 Vertical Spacings: The vertical spacing of the first rung of climb shall be permitted to be adjusted within the range of 14 inches (from ground level, floor or roof) at the access level. All vertical spacing of the rungs from the center of f1rst rung throughout tbe length of climb shall be 12 inches and uniform in the same length of climb (See Fig. 6). 5.1.2 Width. The minimum inside clear width of step surface for steps and rungs shall be 16 inches, and this width shall be uniform in the same length of climb (See Fig. 6). 5.1.3 Minimum Size of Steps and Rungs 5.1.3.1 General. The following are general requirements for the minimum size of steps and rungs: • Avnilnble from ASTM, 1916 Race Street, Philadelphia, PA 19103 American National Standard A 14.3-2008 a. The minimum size (cross section) requirements of steps and rungs specified in 5.1.3 are based on section properties adequate to support the design loads specified in 4.2 and on the minimum clear width specified in 5. 1.2. b. For additional load concentrations or attachment of ladder safety systems, and for clear widths exceeding 16 inches, the minimum size (cross section) of steps and rungs shall be increased in accordance with recognized design practice. c. In no case shall the minimum size (cross section) of steps and rungs be less than * inch, as specified in 5.1.3.2 (a), regardless of the material used. d. The size (cross section) of steps and rungs shall be uniform in the san1e length of climb. e. Steps and rungs shall be parallel and level. 5.1.3.2 Steel Ladders. The minimum sizes (cross sections) of steps and rungs fabricated of steel conforming to ASTM A36/A36M-2005 shall be as follows: a. For ladders subject to normal atmospheric exposures, %-inch-diameter solid bar, or the equivalent in strength for square, rectangular, or other solid shapes is required. b. For ladders subject to unusually corrosive atmospheric exposures, l-inch-diameter solid bar, or the equivalent in strength for square, rectangular, or other solid shapes, is required. 5.1.3.3 Aluminum Ladders. The minimum size of aluminum structural components shall be determined in accordance with the provisions of ADM 1 - 2005. In cases where the ladders are subjected to corrosive atmospheric exposure or placed in contact with dissi milar materials, the aluminum shall be treated in accordance with the requirements of ADM 1 - 2005. 5.1.3.4 Ladders of Other Metals. The minimum cross section as specified in 5. 1.3.2 may be modified (subject to the requirement of 5. 1.3.1 (c)) by a factor that shall be the ratio of the allowable unit stress for steel conforming to ASTM A36/A36M-2005 to the allowable unit stress for the type and shape of the other metal(s) used. 5.1.3.5 Wood Ladders. The minimum cross section of wooden steps and rungs shall be as specified in ANSI Al4.1-2007. 5.1.4 Rung Ends 5. 1. 4. 1 Step-and Rung-T)•pe Ladders. Step-and rung- type ladders of steel, aluminum, and other metals shall have each s tep or rung end securely fastened to the side rails so as to fully develop the strength of the 5 American Notional Standard A 14.3-2008 step or rung, and so as to securely lock each step or rung to the side rails. The connection of the rungs to the side rails shall be designed to develop the full strength of both the rung and the side rails. For welded connections, where the rungs do not penetrate the side rail, the recommended approach is to have the connection have a full fillet weld around the entire circumference, welded in accordance with the requirements of applicable American Welding Society standards of practice (See Fig. 7). 5.1.4.2 Individual Rung Ladders 5.1.4.2.1 Rung Attached to Metals. The ends of each rung shall have the proper configuration and sufficient means of attachment to the supporting structure to fully develop the design loads imposed on the rung. 5.1.4.2.2 Rungs Embedded in Concrete or Masonry. The ends of each rung shall have proper configuration and sufficient embedment in the supporting wall to fully develop the design loads imposed on the rung (See Fig. 8). 5.1.4.3 Wood Ladders. Rung ends shall be in accordance with the requirements of ANSI A 14.1 - 2007. 5.2 Side Rails 5.2.1 Shape 5. 2.1.1 Various shapes may be used that provides for a uniform gripping surface for the hands of persons using the ladder, as long as the shape provides a power grip throughout the length of climb. Irregular shapes that do not provide for uniform power gripping shall not be used. (e.g. angle iron, !-beams configurations, etc.) 5.2.1.2 The same shape of side rails shall be maintained for all ladders in the same length of climb. 5.2.2 Minimum Size 6 5.2.2.1 General. The following are general requirements for the minimum size of side rails: a. The minimum size (cross section) of side rails recommended in 5.2.2 is based on section properties adequate to support the design loads specified in 4.2 and on the maximum spacing of supports specified in 5.2.4. Variations in size (cross section) shall be permitted provided the section properties are adequate to support the design loads and are consistent with the maximum spacing of supports. b. For additional load concentrations or attachment of ladder safety systems, and for spacing of supports that exceeds the maximum spacing recommended, Lht maximum size of side rai ls shall be increased in accordance with recognized design practice. . · · ~ l"-· ~ ~ - · ~ · · - - - ~ . ' "If ~ c. The same size (cross section) side rails shall be maintained for all ladders in the same length of climb. 5.2.2.2 Steel Ladders. The recommended minimum sizes (cross section) of side rails fabricated of steel conforming to ASTM A36/A36M-2005 are as follows: a. For ladders subject to normal atmospheric exposures, flat solid bar stock, 2-l/2 inches wide by 3/8-inch thick, or the equivalent in strength in solid shapes, is required. b. For ladders subject to unusual atmospheric exposures, flat solid bar stock, 2-112 inches wide by 1/2-inch thick, or the equivalent in strength in solid shapes, is required. 5.2.2.3 Aluminum Ladders. The minimum size of aluminum structural components shall be determined in accordance with the provisions of ADM 1 -2005. In cases where the ladders are subjected to corrosive atmospheric exposure or placed in contact with dissimilar materials, the aluminum shall be treated in accordance with requirements of ADM 1 - 2005. 5.2.2.4 Wood Ladders. The minimum size of side rails for wood ladders shall be as required in ANSI A14. 1- 2007. 5.2.2.5 Ladders of Other Materials. The minimum size recommended for steel may be modified by a factor that shall be the ratio of the allowable unit stress conforming to ASTM A36/A36M-2005 to the allowable units stress for the type and shape of other metal(s) used. 5.2.3 Splices 5. 2.3.1 AJI splices shall be designed to ensure full structural continuity of the side rails. Splices shall be made at intermediate supports only if the type of material used requires that location. 5.2.3.2 Provisions for expansion due to thermal changes shall be made at splices if these provisions are required to prevent buckling or buildup of stresses in the side rails. 5.2.4 Maximum Spacing of Supports 5.2.4.1 Steel Ladders. The spacing of supports for fastening the side rail s to the structure, building, or equipment shall be 10 feet 0 inches for the size of side rails recommended in 5.2.2, and for the clear width of steps or rungs specified in 5.1.2. For additional design loads or attachment of ladder safety systems, or for variations in size (cross section) of side rails, the spacing of supports shall be adjusted in accordance with recognized design practice (see, e.g., Fig. G and 16). 5.2.4.2 Ladders Constructed of Aluminum, Wood, and Other Materials. The maximum spacing of supports for fastening the side rails to the structure, building, or equipment shall be as required to adequately support the loads, subject to the same requirements specified for steel in 5.2.4.1. 5.3 Termination at the Top of the Ladder 5.3.1 Top Step or Rung. The top of a step or rung of a ladder shall be level with the top of the access/egress level or landing platform served by the ladder (See Fig. 9, 10, 11), except as required by 5.3.4.2 or as permitted in 6.2.1.2. 5.3.2 Extensions for Side-Rail Ladders. 5.3.2.1 The side rails of through or side-step ladders shall extend 3 feet 6 inches above the top of the access/egress level or landing platform served by the ladder (See Fig. 9, 10, 11). For a parapet ladder, the access/egress level shall be the roof if the parapet is cut to permit passage through the parapet; if the parapet is continuous, the access/egress level shall be the top of the parapet (See Fig. 10). 5.3.2.2 For through ladder extensions, the steps or rungs shall be omitted from the extension and the extension of the side rails shall be flared to provide not less than 24 inches, or more than 30 inches, clearance between side rails (See Fig. 9). 5.3.2.3 For side-step ladders, the side rails and the steps or rungs shall be continuous in the extension (See Fig. 6). 5.3.3 Extensions for Individual Rung Ladders 5.3.3.1 Individual rung ladders, except those intended for manholes (See Fig. 12) and with hatches (see 5.3.4), shall be extended above the access/egress level or landing platform either by the continuation of the rung spacings as hori zontal grab bars or by providing vertical grab bars that shall have the same lateral spacing as the vertical legs of the rungs (See Fig. 11). 5.3.3.2 Grab bars shall extend at least 3 feet 6 inches above the access/egress level or landing platform served by the ladder. 5.3.3.3 The minimum size (cross section) of the grab bars shall be the same as for ladder rungs (see 5.1.3). 5.3.4 Terminations with Hatches 5.3.4.1 Hatches shall meet the minimum inside clearances specified for wells in 6.2.2. In the case of the unusual hatch conditions, the clearance on the climbing side may be reduced to 24 inches from the centerline .. American Notional Standard A 14.3-2008 of the steps or rungs if the underside of the hatch opening is fitted with a deflector plate (See Fig. 13). 5.3.4.2 Counterbalanced hatch covers shall open at least 70 degrees from the horizontal. The springs or other counterbalance mechanisms for the hatch may project into the hatch opening provided they do not reduce the clear width of access/egress to less than 24 inches. The top rung of the ladder may also be located below the top of the hatch to provide required clearance for the hatch cover (See Fig. 14). 5.3.4.3 Hatch openings shall be provided wi th a means to facilitate access and exit from a fixed ladder (i.e. Grab Bars or other such items that can be grasped by the climber). 5.4 Clearances 5.4.1 Climbing Side o.f Ladders 5.4.1. 1 Ladders without cages or wells shall have a minimum perpendicular distance of 30 inches from the centerline of the steps and rungs to the nearest permanent object on the climbing side (See Fig. 15). 5.4.1.2 Ladders with cages or wells shall have clearances as specified in Section 6. 5.4.1.3 When unavoidable obstructions are encountered, the minimum clearance may be reduced to 24 inches if reflector plates are provided (See Fig. 15). 5.4.2 Back Side of Ladders 5.4.2.1 The perpendicular distance from the centerline of the steps and rungs, or grab bars, or both, to the nearest permanent object in back of the ladder shall be not less than 7 inches (See Fig. 9, 10, 11). 5.4.2.2 For a through ladder, the step-across distance from the centerline of the steps or rungs to the nearest edge of the structure, building, or equipment shall not be less than 7 inches or more than 12 inches, a landing platform shaiJ be provided to reduce the distance to between 7 and 12 inches (See Fig. 16). 5.4.3 Width or Side Clearances 5.4.3.1 Ladders without cages or wells shall have a minimum clear width to the nearest permanent object of at least 15 inches on each side of the centerline of the ladder (See Fig. 6). 5.4.3.2 Side-step ladders at the point of access/egress to a platform shall have a step-across distance of 15 inches minimum and 20 inches maximum from the centerline of the ladder (See Fig. 6). 5.4.3.3 Ladders with a cage or well shall have clearances as specified in Section 6. 7 American Notional Standard A 14.3-2008 5.5 Grounding. Lightning protection, bonding and grounding of metal ladders and attachments shall be in accordance with ANSI!NFPA 780 - 2008. 5.6 Corrosion Resistance. 5.6. 1 All fixed ladders shall be designed to minimize the accumulation of moisture to help reduce corrosion on metal ladders or rot of wood ladders. 5.6.2 Fixed ladders made from materials not inherently corrosion resistant to the environment in which they will be used or exposed, shall not be constructed from tubular shapes or any other shapes that are not easily inspected for structural degradation or for deterioration of any corrosion resistant coating that may have been used. 6. Design Details for Cages, Wells, and Platforms 6.1 Cages 6.1.1 General Design 6. 1.1. 1 The general construction of cages shall consist of horizontal bands or supports and vertical bars. An example of cage construction is shown in Fig. 17 and 18, but equivalent construction may be used. 6.1.1.2 Horizontal bands shall be fastened to the side rails of rail ladders, or directly to the structure, building, or equipment for individual rung ladders. 6.1.1.3 Vertical bars shall be on the inside of the horizontal bands and shall be fastened to them. 6.1. 1.4 Cages shall be designed to support the live loads and dead loads specified for ladders in 4.2.1 and 4.2.3. 6.1.2 Cage Size 8 6.1.2.1 Cages shall extend neither less than 27 inches, nor more than 30 inches from the centerline of the step or rung (excluding t11e flare at the bottom of the cage), and shall not be less than 27 inches in width. The inside of the cage shall be clear of projections. 6.1.2.2 Horizontal bands shall be spaced not more than 4 feet on center vertically for the size and spacing of vertical bars recommended in the example (See Fig. 17 and 18). For variations in size (cross section) and spacing of vertical bars, the maximum spacing of horizontal bands shall be in accordance with recognized design practice. 6.1.2.3 Vertical bars shall be spaced at intervals not more than 40 degrees on center around the circumference of the cage. This will give a maximum spacing, center to center, approximately 9-112 inches (See Fig. 18). 6.1. 2.4 The bottom of the cage shall be at a level neither less than 7 feet nor more than 8 feet above the point of access/egress to the bottom of the ladder. The bottom of the cage shaH be flared not less than 4 inches all around within the distance between the bottom horizontal band and the next higher band (See Fig. 17). Where practical difficulties are encountered, cages may start at 10 feet above the point of access/egress. 6.1.2.5 The top of the cage shall be a minimum of 3 feet 6 inches above the top of the platform, or the point of access/egress at the top of the ladder, will have provision for access/egress to the platform or point of access/egress (See Fig. 17). 6.1. 2. 6 Any portion of the cage above the platform or above the point of access/egress that cannot be fastened to the side rail s hal l be fastened to the guardrail or directly to the structure, building, or equipment. 6.1.3 Ladders with cages having platform depth less than 4 feet from the center line of the rung, s hall provide additional guarding (i.e. adding an extention to the guard rail to prevent fall exposure to the climber). 6.2 Wells 6.2.1 General Construction 6.2. 1.1 Wells shall consist of a wall or walls, or equivalent construction, completely encircling the ladder. The inside of the well shall be clear of projections (See Fig. 12). 6.2.1.2 The top rung or step of the ladder shall meet the requirements specified in 5.3.1, except that individual rung ladders may have the top step or rung located not more than 6 inches below the top of the well or access/egress point. 6.2.1.3 The top of the well shall have railings and toe board in accordance with ANSI A I 264.1 - 2007, and arranged as to provide safe access/egress for the well. 6.2.2 Well Size 6.2.2. 1 The inside face of the well on the climbing side of the ladder shaJI extend not less than 27 inches or more than 30 inches from the centerline of the step or rung. The inside clear width of the well shall be a nominal 30 inches for rectangular wells (See Fig. 12). 6.2.2.2 The bottom of the wall on the access side shall start at a level not less than 7 feet or more than 8 feet above the point of access to the bottom of the ladder (See Fig. 12). • • ' • • • • 41 t • 41 41 i • • fi • 4i • • • 4 • • t1 • I • • • • • • • • • • • • • • • 6.3 Platforms 6.3.1 General Constmction 6.3.1.1 Platforms shall consist of a horizontal area on which a person may step while climbing a ladder, either for rest purposes or for access to another section of the ladder. 6.3.1.2 All platforms shall be provided with railing and toeboards, in accordance with ANSI Al264.1- 2007. 6.3.2 Platform Size. The total depth of the platform shall provide a minimum space of 30 inches from the centerline of the ladder on the climbing side. The width of the platform shall be not less than 30 inches. 6.3.3 Ladder Access Protective Swing Gates shall be installed at each ladder opening on elevated platforms to provide fall protection on new fixed ladder installations. The ladder access swing gate shall be a hinged gate or equivalent that IS self-closing and does not restrict the ladder access width clearances for entry and exit. The ladder access swing gate construction shall be capable of withstanding the guardrail strength test requirements (See Fig. 5). 7. Ladder Safety System 7. 1 General Design 7.1.1 All components of ladder safety systems shall meet the design requirements of section 7. 7.1.2 The ladder safety system shall allow at least two persons, but not more than four, averaging 250 pounds each (including equipment), to ascend or descend simultaneously; however, only one person at a time (except in rescue operations) shall use the same portion of carrier between mtermed1ate mountings for rigid carriers or cable guides for flexible carriers. 7.1.3 The ladder safety system shall be designed to absorb the impact of a solid object weighing at least 500 pounds in a free fall of 18 inches. When tested in accordance with 7.5.2 the ladder safety system shall arrest and suspend (post fall) the test weight without failure. The test weight must not strike the ground. This test shall be conducted (or repeated using a new system) such that each criti cal area of the system is evaluated, for example splice joints in rigid carrier sections. Note: for systems covered by 7 .3, the weight may not be arrested by the sleeve reaching an intermediate or bottom end-stop of the system but rather by the sleeve stopping along the carrier. 7.1.4 Design and installation of mountings shall not reduce the strength of the fixed ladder. ~ ~ ~ - · ~ ~ . - - - I * ~ ~ :.::.. ~ ~ ' - · ~ ' American Notional Standard A 14.3-2008 7.1.5 Designed static load: the system shaH be capable of sustaining a minimum static load of 1000 pounds applied to the sleeve in the direction of a fall when tested in accordance with 7.5.3. 7.1.6 Individuals using ladder safety systems shall be protected from fall hazards during the process of con- necting and disconnecting (transitioning) from the ladder safety systems. This can be accomplished by design of the transition areas, by use of passive or active fall protection systems or, by other equivalent means. If an active fall protection system is used, a suitable anchorage point for connection of the faJI protection system must be provided. 7.2 Safety Factors 7.2.1 The factor of safety shall be based on the ultimate stress of the material and comply with the following: 7.2.1.1 Flexible components such as webbing and fabric shall have a safety factor of not less than 5 for the designed static load. 7.2.1.2 Flexible carriers shaH have a safety factor of not less than 10 times designed static load. 7.2.1.3 Ductile material shall have a safety factor of not less than 5 times the designed static load. 7.3 ladder Safety Systems Consisting of a Carrier, Safety Sleeve, and Full Body Harness 7.3.1 The safety sleeve s hall be of a type which can be operated entirely by the person using the ladder safety system. l t shall permit the person using the ladder safety system to ascend or descend without having to continually manipulate the safety sleeve. 7.3.2 The ladder safety system shall be tested in accordance with 7.5.4. The maximum length of movement of the safety sleeve, in an accidenta l fall, shall not be more than 6 inches. 7.3.3 The maximum length of the connection between the centerline of the carrier and the point of attachment to the full body harness shall not exceed 9 inches (See Fig. 20). 7.3.4 Mountings for rigid carriers shall be anached at each end of the can·ier with intermediate mountings spaced along the entire length of the carrier in accordance with the manufacturer's recorrunendations. lntetmediate mountings shall be installed within 1 foot below each splice on the carrier, and not less than one every 25 feet 7.3.5 Mountings for flexible carriers shall be attached at each end of the carrier in accordance with the manufacturer's recommendations. Cable guides utilized with a 9 American Notional Standard A 14.3-2008 flexible carrier shall be installed at a minimum spacing of 25 feet and a maximum spacing of 40 feet along the entire length of the carrier. 7.3.6 Connectors used with the ladder safety system shall be self-closing and self-locking and shall meet the requirements of ANSI Z359.1 - 2007. 7.3.7 Full body harnesses used with the ladder safety systems shaU have at least one frontal attachment element intended for connection to the safety sleeve and when worn by the user, shall be located or be positioned above the user's center of gravity. The harness shall meet the requirements of ANSI Z359.1 - 2007. 7.3.8 Required markings shall be in English and their attachment shall endure for the life of the component or system of the ladder safety devices. The safety sleeve shall be marked with the part number and model desig- nation, year of manufacture, manufacturer's name or logo, standard number (A14.3- 2008), warning to follow manufacturer' s instructions included with the equipment at time of shipment from the manufacturer, proper size and type(s) of carrier(s) intended to be used with the safety sleeve, warnings against using incompatible carriers, warning not to exceed 9 inch connection distance limit between carrier and harness connection element and, indicate the direction of use of the safety sleeve on the carrier. The ladder safety system shall be marked with year of installation, manufacturer's name or logo, standard number (A14.3 - 2008), warning to follow manufacturer's instructions included with the equipment at time of shipment from the manufacturer, maximum number of users allowed on the system, warnings against unauthorized alteration of substitution of system elements and components, warnings against use of system with incompatible safety sleeve and, inspection requirements. 7.4 Ladder Safety Systems of Other Designs Ladder safety systems utilizing other designs shall meet the design requirements of this standard, including the requirements of7.1 and 7.2. 7.5 Ladder Safety System Test Methods 7.5.1 Test Equipment 10 a. Test Lanyard: The test lanyard used in performing the dynamic strength test shall be fabricated from Type 302 stainless steel, 7 x 19 strand 3/8 inch diameter aircraft cable. The lanyard shall be tenui- nating at each end by forming a flemish eye over a thimble and suitable connector secured with swaged fitting. When measured under a tension of 10 pounds, the test lanyard shall be 4 feet in length bearing point to bearing point between connectors. b. Test Ladder: The test ladder shall be fabricated using steel and be constructed in accordance with the requirement of this standard and installed to a rigid structure. c. Test Weight: The 500 pound test weight shall be a compact shape rigidly constructed of steel with means for connection of the test lanyard. d. Test Torso: The test torso shall be in accordance with ANSI Z359 .1 - 2007 Test Torso. e. Quick Release Mechanism: The test weight or test torso, whichever is applicable, shall be released by a remotely operated quick release which shall release the test weight or torso without imparting any motion to it. 7.5.2 Dyllamic Strength Test Install the ladder safety system onto the test ladder, as it would be in service. Position the safety sleeve on the carrier sufficiently above ground level. Connect one end of the test lanyard to the safety sleeve at the point that is norn1ally connected to the harness. Connect the second end of the test lanyard to the rigid 500 pound test weight. Using the quick release mechanism lower the test weight until the lanyard is just taught then raise the weight 18 inches. Release the test weight from a point within 12 inches horizontally from the centerl ine of the carrier. Evaluate the system in accordance with 7.1.3 (See Fig. 21). 7.5.3 Static Strength Test Install the ladder safety system onto the test ladder, as it would be in service. Position the safety sleeve on the carrier a convenient height above ground level. Apply a static load of 1000 pounds to the sleeve in the downward direction. Maintain the load for a period of 5 minutes. Evaluate the system in accordance with 7 .1.5. Note: a clamp or stop may be positioned below the sleeve to prevent sliding down the carrier, it should not reduce the load exerted on the ladder safety system. 7.5.4 Dynamic Performance Test Install the ladder safety system onto the test ladder, as it would be in service. Position the safety sleeve on the carrier at least 6 feet above ground level. Fit the harness to the test torso and adjust snugly as though the torso were a person. Connect the safety sleeve to the harness, as it would be in normal use. Using the quick release mechanism raise the torso to a position that will create the greatest free fall and mark the position of the sleeve on the carrier. Release the test ' The conunittee concludes that outward (backward) fall risk potential is critical. However no scientific determination on this issue is currently available at the time of this standard revision. The committee will mo.nitor this issue and provide an addendum to tbe revision once necessary test data becomes available. A committee will be appointed to draft appropriate language for the new section once received. weighL Evaluate the system in accordance with 7.3.2. This test applies to vertical direction falls only. The current test does Naf cover outward (backward) falls. See footnote 7. 7 8. Protective Finishes 8. 1 Metal Ladders 8.1.1If carbon-steel rail ladders and carbon-steel individual rung ladders attached to metal are exposed to the elements, to minimize corrosion they shall receive a prime coat of paint and one (or more) field finish coat(s) of paint; or shall be hot-dip galvanized; or shall receive equivalent methods of metal protection. 8.1.2 Carbon-steel individual rung ladders embedded in masonry or concrete shall be hot-dip galvanized as protection against corrosion at the critical points where the r ung metals enters the masonry or concrete. Equivalent protective methods may also be used. 8.1.3 For all carbon-steel ladders exposed to continuous- ly moist conditions, hot-dip galvanizing is recommended as protection except where the moisture condition is also corrosive to galvanizing, in which case special coatings shall be provided or a non-corrosive metal used. 8.1.4 The expose,! portions of ladders of aluminum or other non-coJToSi '- e metals do not require painting, except that thosl' rortions of the ladders in contact with dissimilar metal-; .,r embedded in masonry or concrete shall be painted ( lr otherwise protected in accordance with recognized lllaintenance practice. 8.2 Wood Ladders. Wood ladders shall normally be treated with a nonirritating preservative suitable for the service. Wood ladders may be coated with a preservative treatment, in accordance with the requirements of 9.3.8. 8.3 Combined Materials. When different types of materials are used in the construction of fixed ladders, the materials used shall be treated at their interfaces with suitable protective materials. as necessary. to prevent any deleterious effects of one material on the other. 9. Use, Maintenance and Inspection of Ladders 9.1 General 9.1.1 The guidelines discussed in this section do not constitute every proper or improper procedure for the maintenance and use of ladders. American National Standard A 14.3-2008 9.1.2 Proper use of the fixed ladder system wi U contribute significantly to safety. Haste, sudden movements, lack of attention during use, ladder condition (worn or damaged) and physical condition contribute to falls. The footwear employed by the user may also contribute to falls. Improper climbing posture creating user clumsiness on the ladder may also cause falls. 9.1.3 The safe useful life of the fixed ladder system is dependent on its proper in-service maintenance. While ladders are designed for extended service, it is necessary to provide periodic in-service maintenance to ensure their continued safe use. Ladders are neither designed nor intended to possess an infinite safe useful life. 9.1.4 Ladders shall be routinely inspected to ensure they meet the criteria set forth in this standard. 9.1.5 Where ladder safety systems are used on a ladder, training in the usages shall be provided to the user. 9.2 Use 9.2.1 When ascending/descending a ladder, the user shall face the ladder and maintain a three-point contact at all times. Three-point contact consists of two feet and one hand or two hands and one foot which is safely supporting users weight when ascending/descending a ladder. 9.2.2 The user shall not carry tools or equipment while ascending/descending a ladder. Both hands and arms shall remain free for climbing. Hand tools shall be carried in a pouch holster or otherwise secured, to help avoid creating a hazard. Alternative methods, other than being carried by the ladder user, shall be implemented to handle materials/supplies. 9.2.3 The user shall never jump or slide down from a ladder or climb more than one rung/step at one time. 9.2.4 The user shall wear footwear with heels when climbing a ladder and avoid using flat-soled shoes. 9.2.5 User shall avoid using greasy or slippery hands or gloves and/or footwear while ascending/descending a ladder. 9.2.6 Ladders shall be kept free from oil, grease, or slippery materials on platforms, rungs and gripping surfaces. Footwear should be kept clean. 9.2.7 User shall avoid ascending/descending a ladder during high winds, storms, or when ice/frost or snow covers the ladder. 9.2.8 Users who tire easily, who have physical limitations which prevent a person from safely climbing a ladder such as fainting, and/or under medication or prescription drugs, which may cause physical impairn1ent, shall not be permitted to use fixed ladders. 11 American National Standard A 14.3-2008 9.3 Maintenance 9.3.1 All fixed ladders and the ladder safety systems shall be maintained in a safe condition. Inspections for rust, corrosion, and deterioration shall be made at least annually, with more frequent inspections to be made as determined by user and exposure. Ladder inspections shall include inspecting all the major ladder components such as rungs, side rails, supports, fasteners/anchors, ladder safety system, backside obstructions/clearances, front side clearances/obstructions, hatches, hatches opening arms, grab bars or rails, platforms and side rail extension anchors. 9.3.2 All bolts and welds shall be in place and secure before a ladder is used, and no ladder shall be used if any fastenings or welds are missing, or if the joints between the rungs and the side rails are not tight. 9.3.3 Where structural damage or defects make a ladder hazardous, the ladder shall be taken out of service and either repaired by a competent individual or blocked, fenced, or removed so that it cannot be used. 9.3.4 When repairs are made to fixed ladder systems, the materials used should be at least the equivalent of the original construction. 9.3.5 Records should be maintained of annual or regu- larly scheduled inspections and maintenance of fixed ladder systems. 9.3.6 If grounding protection has been provided for the ladder, the ground connection (or connections) to the ladder shall be inspected for continuity at least annually. 12 . ' ~ . . . . ' . 9.3.7 If a ladder safety system is provided, it shall be inspected and tested in accordance with the manufacturer's recommendations. 9.3.8 Ladders of wood or wood components may be coated with a nonconductive finish such as varnish, shellac, or a clear or tinted preservative. Ladders shall not be coated with any opaque covering except for a minimum amount needed for identification or other markings, and then only on one face of the side rails. 9.3.9 All new fixed ladders, and its component systems, shall have markings as outlined in section 4.4.1 located in a conspicuous place. 9.4. Ladder Security Systems 9.4.1 Ladder Security Systems may be used to prevent unauthorized access to the fixed ladder. The ladder security system shall not interfere with the safe use of the ladder (See Fig. 22). 1 0. Revision of American National Standards Referred to in This Document When the American National Standards referred to in this document are superseded by a revision approved by the American National Standards Institute, Inc., the revision shall apply. • • • • • • • • 4 • • • • • • • • • • • • 4! • • • • • • • • • • • • • • • • • • • • • American Notional Standard A 14.3-2008 Figure 1 Pitch of Fixed Ladders CLIMBING SlOE OF THE r-FIXED LADDER RANGE gO• 75° PREFERRED • RANGE fOR · FIXED I LADDERS Figure 2 Length of Climb 24ft. or Less - Cage, Well, Or Ladder Safety Systems Not Required . :-! ,._ :-: ... r --.. .. 3ft6 in MIN ASCENT 24ft OR LESS GROUND LEVEL, FLOOR, OR ROOF - , .. -- ·.:__ ----· 13 American National Standard A 14.3-2008 Figure 3 Length of Climb 24ft. Less with Elevated Access - Cage or Ladder Safety System Required 14 3ft6 in MIN CAGE OR LADDER SAFETY SYSTEM 24ft OR LESS GREATER THAN 24ft. GROUND LEVEL, FLOOR, OR ROOF Figure 4 Single Length of Climb Greater Than 24ft. Ladder Safety System Required LADDER - SAFETY SYSTEM ~ 7 f t MIN i 8ft MAX ASCENT 3ft. 6 in MIN GREATER THAN 24ft NOT TO EXCEED 50ft GROUND LEVEL, FLOOR OR ROOF t • • ' • • • t • • t • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • American National Standard A 14.3-2008 Figure 5 Total Lengths of Climb Greater Than 24 ft. - Platforms and or Ladder Safety System Required PLATFORM OFFSET CAGE OR LADDER SAFETY SYSTEM EACH SECTION ASCENT 24ft MAX EACH SECTION 50ft MAX 24ft MAX (a) ROOF CAGE. WELL. OR LADDER SAFETY SYSTEM EACH SECTION FLOOR 7ft MIN l 8ft MAX DESCENT Multiple Sections, 24 ft. Max Each Section When Cages or Wells Are Provided 24ft MAX EACH SECTION 50ft MAX 24ft MAX (A ladder safety system shall be provided where a single length of climb is greater than 24 feet) 15 - "" # - ~ . . . . . ..___ --- - . . ...... - ~ . - .. - - ~ ~ · ---- "... . ~ . American Notional Standard A 14.3-2008 Figure 5 - Continued Total Lengths of Climb Greater Than 24 ft. - Platforms and or Ladder Safety System Required G: ~ ~ ~ ~ ~ ~ G 16 B - - - - - . - - - - - - - ~ LADDER SAFETY sYSTEM LADDER SAFETY SYSTEM - 150ft MAX 150ft MAX Figure 6 Rest Platfonn (b) Continuous Length of Climb 150 ft. Max Between Platforms When Ladder Safety System is Provided Support and Ladder Dimensions and Side Clearances ~ ' I!) 12 in CENTERS, ALL RUNGS I ir - 16 in CLEAR WIDTI-i MIN I BETWEEN SlOE RAILS . 10ft 0 in NOMINAL I SPACING OF ! SUPPORTS I (SEE 5.2.4) ! 15inlt5 in ~ MIN CLEARANCE i ~ TO ANY PERMANENT OBSTRUCTION :1. FOR LADDER i ~ WITHOUT CAGE v:/' OR WELL -'\,- p SUPPORT SPACING. LADDER DIMENSIONS AND SIDE CLEARANCES 15inMIN 20in MAX 12inMAX SIDE CLEARANCES FOR SIDE-STEP LADDERS • ~ ~ ~ • • • 41 41 • t 4 4 • 41 • 41 t t • • 4 • • • • • • • • I t t ' • • • ~ • • • • 41 3/16 A 3/16 B 3/ 16 c Figure 7 Rung Ends ..... : ~ - . American Notional Standard A 14.3-2008 SHOWN FOR A36 STEEL 17 American Notional Standard A 14.3-2008 18 Figure 8 Individual Rung Ladders - Suggested Design of Rungs GRATING PLATFORM FASTENER \ ct. RUNGS i I GENERAL VIEW 7inMIN CROSS SECTION Figure 9 Termination at Floor or Platform OPOFRUNG R.USH WITH TOP OF FLOOR OR PLATFORM FLOOR OR PLATFORM LINE WELD TYPICAL WALL ANCHOR STRAPS WITH FASTENERS t "· . . 4 .. . ·. :., ,-FLOOR FASTENER fLOOR OR ." • R M : .• . .. ·:-!:··."' . ·-·: ... SIDEVIEV'i TYPICAL ... _.;..- .. • • • • • • • I I • • • .. . . ·t·- r American Notional Standard A 14.3-2008 ACCESS OVER PARAPET [ HORIZONTAL GRAB BARS --t 3ft 6 in MIN Figure 10 Terminations at Roof 3ft6in MIN I TOP OF I RUNG FLUSH Q·+--........... WITH I 1-r->''++-rr-r+-r-r-. ROOF 1 TOP OF RUNG FLUS tit WITH' • STOP FASTENER ACCESSTHRU PARAPET ACCESS OVER GRAVEL STOP Figure 11 Grab Bars 2 VERTICAL GRAB BARS SPACED SAME WIDTH AS VERTICAL LEGS OF RUNGS 3ft. 6 in. MIN A-- -----+.-4io44- FOR SEE FIG. 12 HORIZONTAL VERTICAL 19 American Notional Stondord A 14.3-2008 Figure 12 General Arrangements for Ladders in Wells 7 in MIN RAIL LADDER RAIL LADDER 12 in All RUNGS (except for nrst rung) • ' RAil lADDER 20 4-in MIN,37-in MAX INDIVIDUAL RUNG LADDER (a) Horizontal Sections Rectangular .Walls (b) Horizontal Sections Circular Wells WELL 6inMAX ACCESS OPENING 7 ftO in MIN BftOinMAX INDIVIDUAL RUNG LADDER (c) Vertical Sections I 12 in Tt ----Fn+-- CENTERS INDIVIDUAL RUNG LADDER ALL RUNGS (except ror first rung) • • • • • • • • • • • 41 • • • • • • • • • • • • • • • • ,. ,. I. • • • • • • • I I • • • American Notional Standard A 14 .3-2008 Figure 13 De flector Plate for Hatch Ope ning with Reduced Cleara nce 0 I - -·- 24 • in MIN -:1 REDUCED CLEARANCE (SEE FIG.I5 FOR NORMAL CLEARANCES) 1 inMIN 16 Figure 14 Counterbalanced Hatch Cove r a t Roof 70° MIN WHEN OPEN CLEARANCE AS REQUIRED FOR HATCH COVER ~ COVER ~ ~ ~ ~ ~ ~ - - - - - - - - - - - - - - ~ ~ ~ ~ ~ ~ ~ ~ ~ · ~ - - - - - - - - - - ~ ~ ~ ~ I DEFLECTOR PLATE I HATCH WIDTH ~ 24 in MIN FROM AUTOMATIC HOLD·OPEN FACE - FACE OF OPERATING ARMS AND OPERATING ARMS, ONE EACH SIDE 2 1 American National Standard A 14.3-2008 22 Figure 15 Minimum Ladder Clearance I FLOOR, PLATFORM, ROOF, I OR OTHER OBSTRUCTIONS I t:.- 1 t--- 24 in MIN I I b I I 1 ilMIN 16 ~ - - - 32 in MIN - ---tJ l6---+--- 7 in TO ct. OF RUNGS NORMAL CLEARANCE REDUCED CLEARANCE DEFLECTOR PLATE FOR HEAD HAZARDS Figure 16 Through Ladder Clearance • Ladder Placed Far From Wall - 3ft 6 in MIN LANDING I PLATFORM l I . 7 in MIN 12 in MAX FROM It_ OF RUNGS SUPPORTS TO STRUCTURE ~ - 1 0 f t 0 in MAX I ~ 1 0 ff 0 in MAX ' (SEE 5.2. 4 ) T • • • • • I • • t • • • 41 • • • • • • I • - • • I t I • • • t • • •• ~ ~ 41 • • • 4 t • American National Standard A 14.3-2008 Figure 17 Example of the General Construction of Cages 1'-0 (\JI'f) ·= ....--- - <Dz ti)lz4ZZ?.2ZZZJ J#=M=l w 0:: )( <( ....J <{ u.. c: I 0 <:t ... ...... .. <;t N 31 in MIN \ 35 in MAX zX -<l -- -- r--eo /,. ACCESS THROUGH LADDER 15 in MIN 20 in MAX --1 r-27 in MI N 30 in MAX c 0 - - •v N w - LJI-- Cl: <( ...J u.. ·= I <;t \ 31 in MIN .-.... 35 in MAX -- 1'- Q) ACCESS LATERALLY FROM LADDER / * 24' without a ladder safety system 2 in HORIZONTAL BANOS r!x 3 -in 2 16 v ERTICAL BAR/ r_ I I ....J 0 <( 0 0.. >- 0 t: ( 0 a: w 0 0 <( ...J 0 '" 0 0 0 0 I I "TTI I I I I I I II lUI II Q-1 X <( :::!: c:: 0 - - <;t II X <( ::!; c 0 - - II v _j TI EXAMPLE OF CAGE ELEVATION 23 American National Standard A 14.3-2008 Figure 18 Example of a Cage Plan 2 ft 3 in RADIUS.--.. 24 I LADDER SUPPORTS --+-- 2 in HORIZONTAL I BANOS-TYPI CAL I X in VERTICAL a·ARS- TYPICAL I I I • • • • • ' • ' • • til fl • ' • • ' • • I • t • • II • • • '=' • • • • • • • • • • • I! • • • .- 'I§. American National Standard A 14.3-2008 Figure 19 Display of Power Grip Grip Span Figure 20 Connection Length Between Carrier and Safety Sleeve 91NCHES MAXIMUM .... ------- CENTER LINE OF CARRIER -,--c ~ ~ F E T Y SLEEVE AND INTERMEDIATE CONNECTORS CLIMBER'S HARNESS SAFETY ATTACHMENT ELEMENT 25 ----- American Notional Standard A 14.3-2008 Figure 21 Dynamic Strength Test, Ladder Safety System, Shown Prior to Release of the Test Weight 26 HOIST SLEEVE QUICK RELEASE MECHANISM 500 POUND TEST WEIGHT CARRIER GOUND LEVEL 12 INCHES MAXIMUM TEST LANYARD TEST LADDER ' • t • • ' t ' ,. • t 41 • 4 4 • ' ' ' • ' 4 • t I t • • t • • • 4 • • • • 41 ~ • 4 • 4 - - T • - --c· Figure 22 Ladder Guard I == :- - - - .... # # ~ - ~ ~ ~ 7' Min ,. ~ b? ....... . ......... .... ~ - ...... - ~ · · - . ---- American National Standard A 14.3-2008 - 27 American Notional Standard A 14.3-2008 ANSI-ASC A 14 Comment I Request for Interpretation Form This form shall serve as the official form for comments/requests for interpretation on A14 Standards. It shall be the responsibility of those wishing to comment on a proposed standard to complete all sections of this form. The appropriate Sub-Conunittee will review all comments received. A notice of action taken will be fonvarded to those issuing substantive comments/requests. Please complete the information below Standard# Title Name Organization/Company Address City State Zip Phone Fax Email A request for comment/interpretation shall not be processed if it: (a) Involves a determination of compliance to the appli cable Standards in the areas of a design, installation, or product, or equivalency of protection. (b) Involves a review of plans or specifications, or requires j udgment or knowledge that can only be acquired as a result of on-site inspection. (c) Involves tests that clearly and decisively provide the requested information. (d) Involves subjects that were not previously considered by the Committee or that are not addressed in the Standard. (e) Involves product evaluation judgments concerning safe work practices. (f) Involves issues in litigation or in preparation for litigation. I confirm that the comment/interpretation request is not for a lawsuit that is involved in litigation or is not for a matter that is being prepared for litigation. Signed Only one comment per form- please copy this form for additional comments/request for interpretation! Comment: (Please be specific) Rationale: (Each comment must include a rationale) Please mail or fax to: ALI Headquarters. 401 N. Michigan, Chicago, Illinois, 60611 • Fax: 312.673.6929 28 -·- - . - ~ . - . AMERICAN LADDER INSTITUTE A Na t iona l Trade Association 401 North Michigan Avenue Chicago, Illinois 60611 Telephone: 31 2-644-66 1 0 FAX: 312-673-6929 www.omericonladderi nstitute.org -------- ------- ~ · 1 .... i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

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